KR970062199A - Suspension device for civil engineering and the method - Google Patents

Suspension device for civil engineering and the method

Info

Publication number
KR970062199A
KR970062199A KR1019970003528A KR19970003528A KR970062199A KR 970062199 A KR970062199 A KR 970062199A KR 1019970003528 A KR1019970003528 A KR 1019970003528A KR 19970003528 A KR19970003528 A KR 19970003528A KR 970062199 A KR970062199 A KR 970062199A
Authority
KR
South Korea
Prior art keywords
sheet
cable
suspension
layers
suspension device
Prior art date
Application number
KR1019970003528A
Other languages
Korean (ko)
Inventor
제롬 스뛰블레
Original Assignee
마르샹-아르뿜 쟝-삐에르
프레이씨네 엥떼르나쇼날
Priority date (The priority date is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the date listed.)
Filing date
Publication date
Application filed by 마르샹-아르뿜 쟝-삐에르, 프레이씨네 엥떼르나쇼날 filed Critical 마르샹-아르뿜 쟝-삐에르
Publication of KR970062199A publication Critical patent/KR970062199A/en

Links

Classifications

    • E—FIXED CONSTRUCTIONS
    • E01—CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01D—CONSTRUCTION OF BRIDGES, ELEVATED ROADWAYS OR VIADUCTS; ASSEMBLY OF BRIDGES
    • E01D19/00—Structural or constructional details of bridges
    • E01D19/16—Suspension cables; Cable clamps for suspension cables ; Pre- or post-stressed cables
    • D—TEXTILES; PAPER
    • D07—ROPES; CABLES OTHER THAN ELECTRIC
    • D07B—ROPES OR CABLES IN GENERAL
    • D07B1/00—Constructional features of ropes or cables
    • D07B1/16—Ropes or cables with an enveloping sheathing or inlays of rubber or plastics
    • D07B1/165—Ropes or cables with an enveloping sheathing or inlays of rubber or plastics characterised by a plastic or rubber inlay
    • D07B1/167—Ropes or cables with an enveloping sheathing or inlays of rubber or plastics characterised by a plastic or rubber inlay having a predetermined shape

Landscapes

  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Bridges Or Land Bridges (AREA)
  • Ropes Or Cables (AREA)
  • Tents Or Canopies (AREA)
  • Laminated Bodies (AREA)
  • Supports For Pipes And Cables (AREA)

Abstract

본 발명에 의한 토목공사용 현수장치는 중첩된 레이어에 설치된 동일한 측방향으로 병치된 복수개의 스트랜드(7)로 구성되는 현수 케이블과, 클램프에 의하여 상기 케이블에 고정되고 구조물의 로드를 상기 케이블로 전달하는 역할을 하는 행어들로 구성된다. 상기 장치는 수평으로 병치된 스트랜드(7)가 중첩된 레이어들의, 각각의 클램프 내에 위치하는, 최소한 두 개 사이에 설치되는, 그리고 곡선 모양의 삼각형상을 갖는 평행한 스페어서 스트립(12)를 구비하는 두 개의 면에 번갈아 이랑형상으로 지지되는 쉬트(11)을 구비하여, 상기 스트립은 상기 레이어들 사이에 형성된 틈(T)을 연속적으로 채우는 것을 특징으로 한다.Suspension device for civil engineering according to the present invention is a suspension cable consisting of a plurality of sideways juxtaposed strands 7 installed in an overlapping layer, and is fixed to the cable by a clamp to transfer the rod of the structure to the cable It consists of hangers that play a role. The apparatus has a parallel spacer strip 12 installed between at least two, located in each clamp, of horizontally juxtaposed strands 7 and having a curved triangular shape. It is characterized in that the sheet 11 is alternately supported on two sides to support the sheet 11, the strip is characterized in that continuously filling the gap (T) formed between the layers.

Description

토목 공사용 현수 장치 및 그 방법Suspension device for civil engineering and the method

본 내용은 요부공개 건이므로 전문내용을 수록하지 않았음Since this is an open matter, no full text was included.

제1도는 본 발명이 적용된 현수교를 도시한 도면이다.1 is a diagram showing a suspension bridge to which the present invention is applied.

제2도는 본 발명에 따른 현수장치를 도시한 부분 단면도이다.2 is a partial cross-sectional view showing a suspension device according to the present invention.

제3도는 본 발명에 따른 현수장치의 단면을 확대하여 도시한 상세도이다.3 is an enlarged cross-sectional view of the suspension device according to the present invention.

제4도 및 제5도는 상기 장치를 구비하는 본 발명에 따른 이랑형상의 스페이서 쉬트(ribbed spacer sheet)를 구성하는 두가지 방법을 도시하는 도면이다.4 and 5 illustrate two methods of constructing a ribbed spacer sheet according to the present invention comprising the device.

Claims (8)

중첩 층으로 분포되는 복수개의 스트랜드(7)가 측방향으로 병치되도록 구성되는 현수 케이블 자체와; 클램프(6)에 의하여 케이블에 고정되며 구조물의 하중(C)을 상기 케이블로 전달할 수 있는 헹어(5)와; 각 클램프 내부에 위치하는, 상기 현수 케이블(1) 스트랜드(7)의 적어도 두 개의 중첩 층 부분 사이에 삽입되는 인터레이어 쉬트(interlayer sheet, 11);로 이루어진 토목 공사용 현수 장치에 있어서, 상기 인터레이어 쉬트(11)는 곡선 모양의 삼각형 단면을 가지는 평행 스페이서 스트립(12)을 구비하는 두개의 면에서 번갈아가며 이랑형상으로 되고, 상기 스트립은 상기 층 사이에 형성된 틈(T)을 접촉 충전하는 것을 특징으로 하는 토목 공사용 현수장치.A suspension cable itself configured to laterally juxtapose a plurality of strands 7 distributed in an overlapping layer; A rinse (5) secured to the cable by the clamp (6) and capable of transferring the load (C) of the structure to the cable; A suspension device for civil engineering, comprising: an interlayer sheet (11) interposed between at least two overlapping layer portions of the suspension cable (1) strand (7), located inside each clamp; The sheet 11 is alternately ridged in two sides with parallel spacer strips 12 having a curved triangular cross section, the strips being contact-filled with a gap T formed between the layers. Suspension device for civil engineering. 제1항에 있어서, 각각의 스트랜드(7)가 유연성 재질로 만들어지는 외피(9)로 둘러싸여지는 구조와 관련하여, 상기 인터레이어 쉬트(11)는 상기 외피와 동일한 재질로 만들어지는 것을 특징으로 하는 토목 공사용 현수장치.2. The interlayer sheet 11 according to claim 1, characterized in that the interlayer sheet 11 is made of the same material as the shell, with respect to the structure in which each strand 7 is surrounded by a sheath 9 made of a flexible material. Suspensions for civil construction. 제2항에 있어서, 상기 유연성 재질은 고밀도 폴리에틸렌 내지 폴리올레핀인 것을 특징으로 하는 토목 공사용 현수 장치.The suspension device for civil works according to claim 2, wherein the flexible material is high density polyethylene or polyolefin. 제1항 내지 제3항 중 어느 한 항에 있어서, 그 이랑(12) 사이에 형성되는 상기 인터레이어 쉬트(11)의 박형 부위(13)는 매우 얇아서, 그 두께가 0.1mm 내지 그 미만인 것을 특징으로 하는 토목 공사용 현수 장치.The thin portion 13 of the interlayer sheet 11 formed between the grooves 12 is very thin, so that the thickness thereof is 0.1 mm or less. Suspension device for engineering works to assume. 그 전체 형상이 기본적으로 곡선 모양 삼각형으로 경계가 정해지는 각기둥인 평행한 이랑 내지 스트립(12)으로 그 두개의 면위에 번갈아가며 이루어지고, 상기 스트립은 상기 장치의 현수 케이블(1)이 만들어지는 복수개의 병치된 스트랜드(7) 사이의 갭(T)을 충전할 수 있는 것을 특징으로 하는 전술한 항 중 어느 한 항에 따른 현수 장치용 이랑 모양 스페이서 쉬트.Its overall shape consists essentially of alternating parallel ridges or strips 12 bounded by curved triangles on the two sides, the strips being a plurality of which the suspension cable 1 of the device is made of. A mockup spacer sheet for a suspension device according to any one of the preceding claims, characterized in that it can fill a gap (T) between two juxtaposed strands (7). 이랑 모양 스페이서 쉬트가 압출성형방법으로 단일 부재로 제조되는 것을 특징으로 하는 제5항에 따른 이랑 모양 스페이서 쉬트 제조용 방법.The method for producing a mockup spacer sheet according to claim 5, wherein the mockup spacer sheet is made of a single member by an extrusion molding method. 곡선 모양 삼각형 단면을 가지는 스트립 각각이 압축성형방법으로 형성되어 상기 스트립이 박 쉬트의 각 측면위에 번갈아가며 접착되는 것을 특징으로 하는 이랑 모양 스페이서 쉬트 제조용 방법.Wherein each strip having a curved triangular cross section is formed by a compression molding method so that the strips are alternately bonded on each side of the foil sheet. 클램프(6)를 그것을 수용하도록 되어 있는 케이블(1) 부위 위에 설치하기 이전에, 상기 부위를 만드는 중첩층의 스트랜드(7)가 연속적으로 짝을 이루면서 나누어지고; 그 후 충분한 표면적의 스페이서 쉬트(11) 부품이 각각의 상기 스페이스(E)내로 도입되므로써 두 개의 층 사이를 떼어놓고; 그 후 상기 두개의 층이 함께 수직으로 복귀하게 되어, 상기 층 사이의 틈(T)에 쉬트 이랑(12)이 채워지게 되고; 상기 층 사이의 모든 틈이채워지고 난 이후에, 상기 현수 클램프(6)가 케이블(1)의 부위에 설치되어 장착되는; 것을 특징으로 하는 제5항에 따른 이랑 모양 스페이서 쉬트 고정용 방법.Prior to installing the clamp 6 over the area of the cable 1 which is intended to receive it, the strands 7 of the overlapping layer which make up the area are divided in successive pairs; Thereafter, a part of the spacer sheet 11 having a sufficient surface area is introduced into each of the spaces E so as to be separated between the two layers; The two layers are then returned vertically together so that the sheet ridge 12 is filled in the gap T between the layers; After all the gaps between the layers have been filled, the suspension clamp 6 is installed and mounted at the site of the cable 1; Method for fixing the ridged spacer sheet according to claim 5, characterized in that. ※ 참고사항 : 최초출원 내용에 의하여 공개하는 것임.※ Note: The disclosure is based on the initial application.
KR1019970003528A 1996-02-06 1997-02-05 Suspension device for civil engineering and the method KR970062199A (en)

Applications Claiming Priority (2)

Application Number Priority Date Filing Date Title
FR9601405A FR2744467B1 (en) 1996-02-06 1996-02-06 SUSPENSION DEVICE FOR CIVIL ENGINEERING STRUCTURE AND CONSTRUCTION METHOD
FR9601405 1996-02-06

Publications (1)

Publication Number Publication Date
KR970062199A true KR970062199A (en) 1997-09-12

Family

ID=9488876

Family Applications (1)

Application Number Title Priority Date Filing Date
KR1019970003528A KR970062199A (en) 1996-02-06 1997-02-05 Suspension device for civil engineering and the method

Country Status (14)

Country Link
EP (1) EP0789110B1 (en)
JP (1) JPH09310307A (en)
KR (1) KR970062199A (en)
AR (1) AR005623A1 (en)
AT (1) ATE200533T1 (en)
AU (1) AU709875B2 (en)
BR (1) BR9700896A (en)
DE (1) DE69704506T2 (en)
DK (1) DK0789110T3 (en)
ES (1) ES2156343T3 (en)
FR (1) FR2744467B1 (en)
GR (1) GR3035955T3 (en)
NO (1) NO970304L (en)
PT (1) PT789110E (en)

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100974068B1 (en) * 2009-07-16 2010-08-04 (주)평화엔지니어링 The suspension bridge displaced control method for which suspension bridge bar hanger device and this were used
KR101299963B1 (en) * 2011-11-11 2013-08-26 대림산업 주식회사 Constructing Method of Multi-Strand Cable in Bridge

Families Citing this family (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
FR2777296B1 (en) * 1998-04-10 2000-06-16 Freyssinet Int Stup SUSPENSION DEVICE FOR A CONSTRUCTION STRUCTURE
FR2780127B1 (en) 1998-06-19 2000-09-08 Freyssinet Int Stup METHOD AND DEVICE FOR HANGING A LOAD TRANSMITTER ELEMENT ON A CABLE, AND SUSPENDED BRIDGE COMPRISING SUCH DEVICES
EP1013830A1 (en) * 1998-12-24 2000-06-28 Freyssinet International Stup Device and process for fastening a building element and a cable structure and suspension bridge having such devices
FR2798408B1 (en) 1999-09-15 2002-01-18 Freyssinet Int Stup PARALLEL WIRE CABLE FOR CONSTRUCTION OPENING STRUCTURE, ANCHORING SUCH CABLE, AND ANCHORING METHOD
FR2832479B1 (en) * 2001-11-19 2006-05-26 Maurer Friedrich Soehne DAMPING DEVICE FOR CABLE
DE10162897A1 (en) * 2001-11-19 2003-05-28 Maurer Friedrich Soehne cable dampers
CN107525496B (en) * 2017-07-27 2019-12-31 中铁大桥局集团有限公司 Device and method for measuring sag of cable of ultra-large span suspension bridge
CN112144423B (en) * 2020-09-23 2022-06-17 中国铁建投资集团有限公司 Method for loosening and dismantling stay cable

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JPS6018114U (en) * 1983-07-12 1985-02-07 株式会社神戸製鋼所 Protection cover for suspension bridge cables
JPS6018115U (en) * 1983-07-15 1985-02-07 株式会社春本鉄工所 Cable cover fitting
US4612680A (en) * 1984-03-26 1986-09-23 Harumoto Iron Works Co., Ltd. Cover joint and armor for bridge cable
US4848052A (en) * 1987-03-13 1989-07-18 Dyckerhoff & Widmann Aktiengesellschaft Spacer for tension member
JPH07268810A (en) * 1994-03-28 1995-10-17 Nippon Steel Corp Anticorrosion method of main cable for suspension bridge
JPH0821032A (en) * 1994-07-07 1996-01-23 Kawatetsu Techno Wire Kk Plated pc steel stranded wire with coating
KR100759490B1 (en) * 2006-06-24 2007-09-18 재단법인서울대학교산학협력재단 A high-efficiency linear power amplifier with a nondeterministic pulse technique
JP3149783U (en) * 2008-11-10 2009-04-16 井上　修 Spray can degasser

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DE759490C (en) * 1941-07-29 1951-11-29 Dortmunder Union Brueckenbau A Connection of the hangers with the suspension cable of the suspension bridge
JPS57121684A (en) * 1980-12-27 1982-07-29 Shinko Wire Co Ltd Method and apparatus for producing wire rope with filler
FR2623551B1 (en) * 1987-11-25 1992-04-24 Freyssinet Int Stup IMPROVEMENTS ON SURFACES AND THEIR COMPONENTS

Patent Citations (8)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
JPS6018114U (en) * 1983-07-12 1985-02-07 株式会社神戸製鋼所 Protection cover for suspension bridge cables
JPS6018115U (en) * 1983-07-15 1985-02-07 株式会社春本鉄工所 Cable cover fitting
US4612680A (en) * 1984-03-26 1986-09-23 Harumoto Iron Works Co., Ltd. Cover joint and armor for bridge cable
US4848052A (en) * 1987-03-13 1989-07-18 Dyckerhoff & Widmann Aktiengesellschaft Spacer for tension member
JPH07268810A (en) * 1994-03-28 1995-10-17 Nippon Steel Corp Anticorrosion method of main cable for suspension bridge
JPH0821032A (en) * 1994-07-07 1996-01-23 Kawatetsu Techno Wire Kk Plated pc steel stranded wire with coating
KR100759490B1 (en) * 2006-06-24 2007-09-18 재단법인서울대학교산학협력재단 A high-efficiency linear power amplifier with a nondeterministic pulse technique
JP3149783U (en) * 2008-11-10 2009-04-16 井上　修 Spray can degasser

Cited By (2)

* Cited by examiner, † Cited by third party
Publication number Priority date Publication date Assignee Title
KR100974068B1 (en) * 2009-07-16 2010-08-04 (주)평화엔지니어링 The suspension bridge displaced control method for which suspension bridge bar hanger device and this were used
KR101299963B1 (en) * 2011-11-11 2013-08-26 대림산업 주식회사 Constructing Method of Multi-Strand Cable in Bridge

Also Published As

Publication number Publication date
DK0789110T3 (en) 2001-08-13
GR3035955T3 (en) 2001-08-31
FR2744467A1 (en) 1997-08-08
EP0789110B1 (en) 2001-04-11
AU709875B2 (en) 1999-09-09
ES2156343T3 (en) 2001-06-16
DE69704506T2 (en) 2002-03-28
PT789110E (en) 2001-09-28
DE69704506D1 (en) 2001-05-17
FR2744467B1 (en) 1998-04-03
NO970304D0 (en) 1997-01-24
AR005623A1 (en) 1999-06-23
EP0789110A1 (en) 1997-08-13
JPH09310307A (en) 1997-12-02
AU1254597A (en) 1997-08-14
BR9700896A (en) 1998-12-08
ATE200533T1 (en) 2001-04-15
NO970304L (en) 1997-08-07

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